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The violent shaking, the ensuing tsunami flood and the earthquake-caused disaster at Fukushima atomic power plants in th......
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Rainfall-induced slope failures commonly occur in residual soil slopes.Slope failures are triggered by the reduction in ......
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Implementation of the Barcelona Basic Model into TOUGH2-MPFLAC3D with Consideration of Plastic Strai
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非饱和渗透系数是研究非饱和土入渗规律的重要参数,同时也是研究边坡失稳和地基浸湿变形的重要基础。本文采用变水头法测量原状黄......
本文介绍了非饱和土试验中的吸力控制方法，并着重介绍了渗析技术的方法及其应用，该方法具有安全、简便、控制吸力的范围大且效果好的......
目的：非饱和土的弹性剪切模量是预测土体变形和土工建筑物正常使用服役性能的重要参数之一。本文旨在提出一个描述非饱和土弹性剪切......
介绍了笔者多年来在非饱和土力学领域研究的主要理论成果.内容包括非饱和土的建模理论、应力理论、渗流理论、本构理论和固结理论,......
给出非饱和土壤渗透计算求解理查兹方程的有限差分法。该计算值与实测值吻合较好，这个方法使用了水土势双曲正弦变换的隐工差分格式......
采用孔隙介质力学分析方法，把土体骨架、孔隙水和孔隙气分别作为独立的研究对象，结果孔隙水和孔隙气在气液交界面上满足的力学条件建......
